cronograma de ejecucion valorizado BAJO URUYA.xls - CRONOGRAMA DE EJECUCI\u00d3N VALORIZADO PROYECTO Lugar Distrito Provincia Departamento Item Descripci\u00f3n

cronograma de ejecucion valorizado BAJO URUYA.xls -...

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CRONOGRAMA DE EJECUCIÓN VALORIZADO PROYECTO CONSTRUCCION PUENTE CARROZABLE TAHUAYO BAJO URUYA Lugar TAHUAYO BAJO URUYA Distrito IRAZOLA Provincia PADRE ABAD Departamento UCAYALI SUB PRESUPUESTO: PUENTE LOSA VIGA Item Descripción Unidad Subtotal PRIMER MES SEGUNDO MES TERCER MES Sem. 1 Sem. 2 Sem. 3 Sem. 4 Sem. 1 Sem. 2 Sem. 3 Sem. 4 Sem. 1 Sem. 2 Sem. 3 7 14 21 28 35 42 49 56 63 70 77 01.00 TRABAJOS PRELIMINARES 1,326.00 1,326.00 01.01 TRAZO Y REPLANTEO M2 01.02 CAMPAMENTO PROVISIONAL DE LA OBRA M2 3,566.00 3,566.00 01.03 MOVILIZACION y DESMOVILIZACION DE EQUIPO GLB 5,272.84 2,636.42 2,636.42 01.04 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40M UND 399.99 399.99 02.00 MOVIMIENTO DE TIERRAS 02.01 EXCAVACION DE ESTRUCTURAS M3 24,855.40 6,213.85 6,213.85 6,213.85 6,213.85 02.02 RELLENO CON MATERIAL PROPIO C/MAQ M3 6,336.30 3,168.15 3,168.15 02.03 RELLENO CON MATERIAL DE PRESTAMO C/MAQ M3 26,088.70 13,044.35 02.04 LIMPIEZA DE CAUCE AGUAS ARRIBA Y AGUAS ABAJO-ENCAUZAMIENTO M2 2,520.00 03.00 CONCRETO SIMPLE 03.01 FALSA ZAPATA F'C= 140 KG/CM2 M3 47,060.61 23,530.31 23,530.31 04.00 CONCRETO ARMADO 04.01 CONCRETO EN ZAPATAS F'C= 280 KG/CM2 M3 23,375.55 11,687.78 11,687.78 04.02 ENCOFRADO Y DESENCOFRADO NORMAL PARA ZAPATAS M2 1,893.70 946.85 946.85 04.03 ACERO ESTRUCTURAL TRABAJADO PARA ZAPATAS KG 18,410.69 4,602.67 4,602.67 4,602.67 4,602.67 04.04 PANTALLA Y ALEROS CONCRETO F'C=280 KG/CM2 M3 40,406.59 20,203.30 20,203.30 04.05 ENCOFRADO Y DESENCOFRADO PANTALLA Y ALEROS M2 5,064.71 2,532.36 2,532.36 04.06 ACERO ESTRUCTURAL TRABAJADO PARA PANTALLA Y ALEROS KG 22,091.21 5,522.80 5,522.80 5,522.80 5,522.80 04.07 CONCRETO EN VIGAS F'C=280 KG/CM2 M3 3,089.96 3,089.96 04.08 ENCOFRADO Y DESENCOFRADO NORMAL EN VIGAS M2 3,934.56 3,934.56 04.09
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  • Spring '19
  • julio

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